Diffuse Interface Model to Investigate the Asphalt Concrete Cracking Subjected to Shear Loading at Low Temperature
AbstractIn this paper, a diffuse interface model, namely, the phase-field model (PFM) is proposed to model asphalt concrete cracking subjected to shear loading (Mode II) at low temperature. This method describes the microstructure of asphalt concrete using a phase-field variable. To account for the...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Hou, Yue [verfasserIn] |
|---|
| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2017 |
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| Rechteinformationen: |
Nutzungsrecht: © 2016 American Society of Civil Engineers |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Journal of cold regions engineering - New York, NY : ASCE, 1987, 31(2017), 2 |
|---|---|
| Übergeordnetes Werk: |
volume:31 ; year:2017 ; number:2 |
| Links: |
|---|
| DOI / URN: |
10.1061/(ASCE)CR.1943-5495.0000116 |
|---|
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OLC1995049883 |
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| 520 | |a AbstractIn this paper, a diffuse interface model, namely, the phase-field model (PFM) is proposed to model asphalt concrete cracking subjected to shear loading (Mode II) at low temperature. This method describes the microstructure of asphalt concrete using a phase-field variable. To account for the growth of cracks, a nonconserved Allen-Cahn equation is adopted to evolve the phase-field variable. The whole PFM system is implemented and solved in a finite-element software program. The simulation results are then validated by semicircular bending (SCB) tests at −20°C and four-point bending tests at −10°C. It is discovered that PFM simulations of crack initiation and propagation in asphalt concrete at low temperature agree very well with the experimental results. | ||
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| 700 | 1 | |a Zhang, Jiong |4 oth | |
| 700 | 1 | |a Wang, Linbing |4 oth | |
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10.1061/(ASCE)CR.1943-5495.0000116 doi PQ20170721 (DE-627)OLC1995049883 (DE-599)GBVOLC1995049883 (PRQ)a2502-207d1c025a24a6e0687d22887d2679e32dc78ef76fcf78048ef0aad663dc06600 (KEY)0159943720170000031000200000diffuseinterfacemodeltoinvestigatetheasphaltconcre DE-627 ger DE-627 rakwb eng 690 ZDB 50.99 bkl 56.11 bkl Hou, Yue verfasserin aut Diffuse Interface Model to Investigate the Asphalt Concrete Cracking Subjected to Shear Loading at Low Temperature 2017 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractIn this paper, a diffuse interface model, namely, the phase-field model (PFM) is proposed to model asphalt concrete cracking subjected to shear loading (Mode II) at low temperature. This method describes the microstructure of asphalt concrete using a phase-field variable. To account for the growth of cracks, a nonconserved Allen-Cahn equation is adopted to evolve the phase-field variable. The whole PFM system is implemented and solved in a finite-element software program. The simulation results are then validated by semicircular bending (SCB) tests at −20°C and four-point bending tests at −10°C. It is discovered that PFM simulations of crack initiation and propagation in asphalt concrete at low temperature agree very well with the experimental results. Nutzungsrecht: © 2016 American Society of Civil Engineers Technical Papers Ayatollahi, Majid R oth Sun, Wenjuan oth Huang, Yucheng oth Zhang, Jiong oth Wang, Linbing oth Enthalten in Journal of cold regions engineering New York, NY : ASCE, 1987 31(2017), 2 (DE-627)130412376 (DE-600)622957-8 (DE-576)015915395 0887-381X nnns volume:31 year:2017 number:2 http://dx.doi.org/10.1061/(ASCE)CR.1943-5495.0000116 Volltext http://ascelibrary.org/doi/abs/10.1061/(ASCE)CR.1943-5495.0000116 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 50.99 AVZ 56.11 AVZ AR 31 2017 2 |
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10.1061/(ASCE)CR.1943-5495.0000116 doi PQ20170721 (DE-627)OLC1995049883 (DE-599)GBVOLC1995049883 (PRQ)a2502-207d1c025a24a6e0687d22887d2679e32dc78ef76fcf78048ef0aad663dc06600 (KEY)0159943720170000031000200000diffuseinterfacemodeltoinvestigatetheasphaltconcre DE-627 ger DE-627 rakwb eng 690 ZDB 50.99 bkl 56.11 bkl Hou, Yue verfasserin aut Diffuse Interface Model to Investigate the Asphalt Concrete Cracking Subjected to Shear Loading at Low Temperature 2017 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractIn this paper, a diffuse interface model, namely, the phase-field model (PFM) is proposed to model asphalt concrete cracking subjected to shear loading (Mode II) at low temperature. This method describes the microstructure of asphalt concrete using a phase-field variable. To account for the growth of cracks, a nonconserved Allen-Cahn equation is adopted to evolve the phase-field variable. The whole PFM system is implemented and solved in a finite-element software program. The simulation results are then validated by semicircular bending (SCB) tests at −20°C and four-point bending tests at −10°C. It is discovered that PFM simulations of crack initiation and propagation in asphalt concrete at low temperature agree very well with the experimental results. Nutzungsrecht: © 2016 American Society of Civil Engineers Technical Papers Ayatollahi, Majid R oth Sun, Wenjuan oth Huang, Yucheng oth Zhang, Jiong oth Wang, Linbing oth Enthalten in Journal of cold regions engineering New York, NY : ASCE, 1987 31(2017), 2 (DE-627)130412376 (DE-600)622957-8 (DE-576)015915395 0887-381X nnns volume:31 year:2017 number:2 http://dx.doi.org/10.1061/(ASCE)CR.1943-5495.0000116 Volltext http://ascelibrary.org/doi/abs/10.1061/(ASCE)CR.1943-5495.0000116 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 50.99 AVZ 56.11 AVZ AR 31 2017 2 |
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10.1061/(ASCE)CR.1943-5495.0000116 doi PQ20170721 (DE-627)OLC1995049883 (DE-599)GBVOLC1995049883 (PRQ)a2502-207d1c025a24a6e0687d22887d2679e32dc78ef76fcf78048ef0aad663dc06600 (KEY)0159943720170000031000200000diffuseinterfacemodeltoinvestigatetheasphaltconcre DE-627 ger DE-627 rakwb eng 690 ZDB 50.99 bkl 56.11 bkl Hou, Yue verfasserin aut Diffuse Interface Model to Investigate the Asphalt Concrete Cracking Subjected to Shear Loading at Low Temperature 2017 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractIn this paper, a diffuse interface model, namely, the phase-field model (PFM) is proposed to model asphalt concrete cracking subjected to shear loading (Mode II) at low temperature. This method describes the microstructure of asphalt concrete using a phase-field variable. To account for the growth of cracks, a nonconserved Allen-Cahn equation is adopted to evolve the phase-field variable. The whole PFM system is implemented and solved in a finite-element software program. The simulation results are then validated by semicircular bending (SCB) tests at −20°C and four-point bending tests at −10°C. It is discovered that PFM simulations of crack initiation and propagation in asphalt concrete at low temperature agree very well with the experimental results. Nutzungsrecht: © 2016 American Society of Civil Engineers Technical Papers Ayatollahi, Majid R oth Sun, Wenjuan oth Huang, Yucheng oth Zhang, Jiong oth Wang, Linbing oth Enthalten in Journal of cold regions engineering New York, NY : ASCE, 1987 31(2017), 2 (DE-627)130412376 (DE-600)622957-8 (DE-576)015915395 0887-381X nnns volume:31 year:2017 number:2 http://dx.doi.org/10.1061/(ASCE)CR.1943-5495.0000116 Volltext http://ascelibrary.org/doi/abs/10.1061/(ASCE)CR.1943-5495.0000116 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 50.99 AVZ 56.11 AVZ AR 31 2017 2 |
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10.1061/(ASCE)CR.1943-5495.0000116 doi PQ20170721 (DE-627)OLC1995049883 (DE-599)GBVOLC1995049883 (PRQ)a2502-207d1c025a24a6e0687d22887d2679e32dc78ef76fcf78048ef0aad663dc06600 (KEY)0159943720170000031000200000diffuseinterfacemodeltoinvestigatetheasphaltconcre DE-627 ger DE-627 rakwb eng 690 ZDB 50.99 bkl 56.11 bkl Hou, Yue verfasserin aut Diffuse Interface Model to Investigate the Asphalt Concrete Cracking Subjected to Shear Loading at Low Temperature 2017 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractIn this paper, a diffuse interface model, namely, the phase-field model (PFM) is proposed to model asphalt concrete cracking subjected to shear loading (Mode II) at low temperature. This method describes the microstructure of asphalt concrete using a phase-field variable. To account for the growth of cracks, a nonconserved Allen-Cahn equation is adopted to evolve the phase-field variable. The whole PFM system is implemented and solved in a finite-element software program. The simulation results are then validated by semicircular bending (SCB) tests at −20°C and four-point bending tests at −10°C. It is discovered that PFM simulations of crack initiation and propagation in asphalt concrete at low temperature agree very well with the experimental results. Nutzungsrecht: © 2016 American Society of Civil Engineers Technical Papers Ayatollahi, Majid R oth Sun, Wenjuan oth Huang, Yucheng oth Zhang, Jiong oth Wang, Linbing oth Enthalten in Journal of cold regions engineering New York, NY : ASCE, 1987 31(2017), 2 (DE-627)130412376 (DE-600)622957-8 (DE-576)015915395 0887-381X nnns volume:31 year:2017 number:2 http://dx.doi.org/10.1061/(ASCE)CR.1943-5495.0000116 Volltext http://ascelibrary.org/doi/abs/10.1061/(ASCE)CR.1943-5495.0000116 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 50.99 AVZ 56.11 AVZ AR 31 2017 2 |
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10.1061/(ASCE)CR.1943-5495.0000116 doi PQ20170721 (DE-627)OLC1995049883 (DE-599)GBVOLC1995049883 (PRQ)a2502-207d1c025a24a6e0687d22887d2679e32dc78ef76fcf78048ef0aad663dc06600 (KEY)0159943720170000031000200000diffuseinterfacemodeltoinvestigatetheasphaltconcre DE-627 ger DE-627 rakwb eng 690 ZDB 50.99 bkl 56.11 bkl Hou, Yue verfasserin aut Diffuse Interface Model to Investigate the Asphalt Concrete Cracking Subjected to Shear Loading at Low Temperature 2017 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractIn this paper, a diffuse interface model, namely, the phase-field model (PFM) is proposed to model asphalt concrete cracking subjected to shear loading (Mode II) at low temperature. This method describes the microstructure of asphalt concrete using a phase-field variable. To account for the growth of cracks, a nonconserved Allen-Cahn equation is adopted to evolve the phase-field variable. The whole PFM system is implemented and solved in a finite-element software program. The simulation results are then validated by semicircular bending (SCB) tests at −20°C and four-point bending tests at −10°C. It is discovered that PFM simulations of crack initiation and propagation in asphalt concrete at low temperature agree very well with the experimental results. Nutzungsrecht: © 2016 American Society of Civil Engineers Technical Papers Ayatollahi, Majid R oth Sun, Wenjuan oth Huang, Yucheng oth Zhang, Jiong oth Wang, Linbing oth Enthalten in Journal of cold regions engineering New York, NY : ASCE, 1987 31(2017), 2 (DE-627)130412376 (DE-600)622957-8 (DE-576)015915395 0887-381X nnns volume:31 year:2017 number:2 http://dx.doi.org/10.1061/(ASCE)CR.1943-5495.0000116 Volltext http://ascelibrary.org/doi/abs/10.1061/(ASCE)CR.1943-5495.0000116 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 50.99 AVZ 56.11 AVZ AR 31 2017 2 |
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10.1061/(ASCE)CR.1943-5495.0000116 |
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690 |
| title_sort |
diffuse interface model to investigate the asphalt concrete cracking subjected to shear loading at low temperature |
| title_auth |
Diffuse Interface Model to Investigate the Asphalt Concrete Cracking Subjected to Shear Loading at Low Temperature |
| abstract |
AbstractIn this paper, a diffuse interface model, namely, the phase-field model (PFM) is proposed to model asphalt concrete cracking subjected to shear loading (Mode II) at low temperature. This method describes the microstructure of asphalt concrete using a phase-field variable. To account for the growth of cracks, a nonconserved Allen-Cahn equation is adopted to evolve the phase-field variable. The whole PFM system is implemented and solved in a finite-element software program. The simulation results are then validated by semicircular bending (SCB) tests at −20°C and four-point bending tests at −10°C. It is discovered that PFM simulations of crack initiation and propagation in asphalt concrete at low temperature agree very well with the experimental results. |
| abstractGer |
AbstractIn this paper, a diffuse interface model, namely, the phase-field model (PFM) is proposed to model asphalt concrete cracking subjected to shear loading (Mode II) at low temperature. This method describes the microstructure of asphalt concrete using a phase-field variable. To account for the growth of cracks, a nonconserved Allen-Cahn equation is adopted to evolve the phase-field variable. The whole PFM system is implemented and solved in a finite-element software program. The simulation results are then validated by semicircular bending (SCB) tests at −20°C and four-point bending tests at −10°C. It is discovered that PFM simulations of crack initiation and propagation in asphalt concrete at low temperature agree very well with the experimental results. |
| abstract_unstemmed |
AbstractIn this paper, a diffuse interface model, namely, the phase-field model (PFM) is proposed to model asphalt concrete cracking subjected to shear loading (Mode II) at low temperature. This method describes the microstructure of asphalt concrete using a phase-field variable. To account for the growth of cracks, a nonconserved Allen-Cahn equation is adopted to evolve the phase-field variable. The whole PFM system is implemented and solved in a finite-element software program. The simulation results are then validated by semicircular bending (SCB) tests at −20°C and four-point bending tests at −10°C. It is discovered that PFM simulations of crack initiation and propagation in asphalt concrete at low temperature agree very well with the experimental results. |
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| title_short |
Diffuse Interface Model to Investigate the Asphalt Concrete Cracking Subjected to Shear Loading at Low Temperature |
| url |
http://dx.doi.org/10.1061/(ASCE)CR.1943-5495.0000116 http://ascelibrary.org/doi/abs/10.1061/(ASCE)CR.1943-5495.0000116 |
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Ayatollahi, Majid R Sun, Wenjuan Huang, Yucheng Zhang, Jiong Wang, Linbing |
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10.1061/(ASCE)CR.1943-5495.0000116 |
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